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Town Planning Report 18 Taylor Court Cooroy Rev A (1)
Attached to the e-mail Fw_ Email 3 of 3 - DA lodgement - 18 Taylor Ct Cooroy Lot 2SP197518 - Combined MCU_ OPW_ RAL under CTS (Pt 3).msg.
Noosa Plan 2020: Amendment 2
Part 8 Overlays \ 8.2 Overlay codes \ 8.2.9 Regional Infrastructure Overlay Code
Table 8.2.9.3 Criteria for assessable development- Water Resources
Performance outcomes Acceptable outcomes Comments
Water catchment
PO1 No acceptable outcomes provided
Development does not cause adverse effects on: Complies with PO1
(a) the quality and quantity of water entering Lake The development will not adversely affect water
Macdonald, Cedar Pocket Dam or its tributaries, quality or flow regimes entering Lake Macdonald or
or the Mary River drinking water intake; associated waterways. Stormwater generated by the
(b) flow regimes, flooding levels or flood volumes development will be managed in reference with
outside the boundaries of the site; and supporting information including Operational Works
(c) the environmental values, land resources and Plans and Stormwater Management Plan.
natural systems in these catchments.
Editor’s Notes—
Requirements relating to water quality, stormwater
management and effluent disposal are contained in the
Water Quality and Drainage Code in Part 9.
Requirements relating to excavation and filling are contained
in the Earthworks Code in Part 9.
Requirements relating to flooding and environment protection
and waterways management are contained in the Flood
Hazard Overlay Code and the Biodiversity, Waterways and
Wetlands Overlay Code in Part 8.
PO2 AO2.1
Development within a water supply buffer does not For rural activities the stockpiling of waste litter, Complies to PO2
include the incineration or burial of waste and all other manure and other organics is only undertaken as The development use does not involve burial or
waste is collected and stored in weather proof, sealed follows: incineration of waste. All waste generated by the
waste receptacles, located in roofed and bunded (a) on surfaces constructed with permanent business tenancies can be stored in sealed
areas, for disposal by a licensed contractor. impervious underlay to minimise leaching; weatherproof receptacles within designated
(b) located outside of an effluent irrigation area; screened waste storage areas and collected by
(c) located away from groundwater and recharge licensed waste contractors. Waste storage areas can
areas; be roofed and bunded where required to prevent
(d) sized to accommodate the proposed disposal leaching or stormwater contamination in accordance
timeframes; with statutory requirements.
(e) designed with run-off diversion drainage
Print Date: 09/12/2025 Page 2
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